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JPS6147922B2 - - Google Patents
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JPS6147922B2 - - Google Patents

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Publication number
JPS6147922B2
JPS6147922B2 JP2395782A JP2395782A JPS6147922B2 JP S6147922 B2 JPS6147922 B2 JP S6147922B2 JP 2395782 A JP2395782 A JP 2395782A JP 2395782 A JP2395782 A JP 2395782A JP S6147922 B2 JPS6147922 B2 JP S6147922B2
Authority
JP
Japan
Prior art keywords
aggregate
sand
crushed stone
dryer
silo
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP2395782A
Other languages
Japanese (ja)
Other versions
JPS58143002A (en
Inventor
Suzuo Kayano
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Niigata Engineering Co Ltd
Original Assignee
Niigata Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Niigata Engineering Co Ltd filed Critical Niigata Engineering Co Ltd
Priority to JP2395782A priority Critical patent/JPS58143002A/en
Publication of JPS58143002A publication Critical patent/JPS58143002A/en
Publication of JPS6147922B2 publication Critical patent/JPS6147922B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 この発明はアスフアルトプラントにおける骨材
の操作方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION This invention relates to a method for manipulating aggregate in an asphalt plant.

加熱骨材に石粉やアスフアルト等を混合してア
スフアルト合材を生産するアスフアルトプラント
においては、一般に以下に述べるような手順でア
スフアルト合材を生産している。
In an asphalt plant that produces an asphalt mixture by mixing heated aggregate with stone powder, asphalt, etc., the asphalt mixture is generally produced by the following procedure.

まず、砂や砕石等から成る冷骨材を粒度別に複
数の骨材ホツパに貯蔵し、次いでこれら骨材ホツ
パから所定量の冷骨材を多種類取り出してドライ
ヤで一緒に乾燥加熱する。続いて乾燥加熱した骨
材を再び篩分けし、これらをそれぞれ粒度別にサ
イロに貯蔵する。そして上記サイロに貯蔵した骨
材を粒度別に所定量サイロから取り出してミキサ
にて石粉やアスフアルトと混合してアスフアルト
合材を生産するわけである。
First, cold aggregate made of sand, crushed stone, etc. is stored in a plurality of aggregate hoppers according to particle size, and then predetermined amounts of various types of cold aggregate are taken out from these aggregate hoppers and dried and heated together in a dryer. Subsequently, the dried and heated aggregates are sieved again and stored in silos according to particle size. Then, a predetermined amount of the aggregate stored in the silo is taken out from the silo according to particle size and mixed with stone powder and asphalt in a mixer to produce an asphalt mixture.

ところが、従来、粒度別に骨材ホツパに貯蔵し
た冷骨材はドライヤにて乾燥加熱する工程で混合
されていたため、骨材ホツパに貯蔵した時点で各
骨材が持つていた粒度分布が崩れてしまうという
問題が生じていた。したがつて乾燥加熱、混合さ
れた骨材は、サイロに貯蔵する以前に粒度別に篩
分けられるのであるが、このように篩分けを行な
うにもかかわらずサイロに貯蔵される骨材の粒度
は、骨材の送り量、骨材の混合割合の変化、篩分
け効率の変化によつて影響を受けるものであり、
このサイロ内の骨材の粒度のばらつきがアスフア
ルト合材の品質の不安定化の一因となつていた。
However, in the past, cold aggregates stored in aggregate hoppers according to particle size were mixed during the process of drying and heating in a dryer, so the particle size distribution of each aggregate was disrupted when stored in aggregate hoppers. A problem arose. Therefore, the aggregates that have been dried, heated and mixed are sieved by particle size before being stored in the silo, but despite this sieving, the particle size of the aggregate stored in the silo is It is affected by the amount of aggregate fed, changes in the mixing ratio of aggregates, and changes in sieving efficiency.
This variation in the particle size of the aggregate within the silo was a contributing factor to the instability of the quality of the asphalt mixture.

また、上記とは別に単一粒度の骨材のみを骨材
ホツパから取り出して乾燥加熱し、粒度の揃つた
骨材をサイロに順次貯蔵する(いわゆる単粒流し
の)方法がある。ところが一般にアスフアルトプ
ラントで最も使用頻度の高い骨材が砂であるため
に、上記のように単粒流しとした場合、砂の計量
待ちが発生するという問題があつた。また、上記
のように単粒流しとした骨材が粒径の大きい砕石
(例えば4号砕石、5号砕石等)である場合に
は、搬送、乾燥・加熱の諸工程における機器の摩
耗、騒音等の面で問題があつた。また、粒径の大
きな骨材のみをドライヤで乾燥加熱すると、ドラ
イヤ内での骨材のころがりの為、滞留時間が短か
く乾燥が十分になされなくなるという問題も生じ
ることになる。
In addition to the above method, there is a method in which only aggregate of a single grain size is taken out from an aggregate hopper, dried and heated, and the aggregates of uniform grain size are sequentially stored in a silo (so-called single grain sinking). However, since sand is generally the most frequently used aggregate in asphalt plants, when using single-grain sinking as described above, there was a problem of waiting for the sand to be weighed. In addition, if the single-grain aggregate used as single-grain crushed stone is crushed stone with a large particle size (for example, No. 4 crushed stone, No. 5 crushed stone, etc.) as described above, equipment wear and noise may occur during the transportation, drying, and heating processes. There were problems with this. Furthermore, if only aggregates with large particle diameters are dried and heated in a dryer, the aggregates roll within the dryer, resulting in a short residence time and a problem that drying is not achieved sufficiently.

この発明は上記のような諸問題を解消するため
になされたもので、砂と所定粒度の砕石の二種粒
度のみの材料を流すことにより、サイロに貯蔵す
る骨材の粒度を安定化するとともに、砂の計量待
ちをなくした上で、機器の摩耗や騒音もおさえ、
また効率よく乾燥加熱することのできるアスフア
ルトプラントにおける骨材の操作方法を提供する
ことを目的とする。
This invention was made to solve the above-mentioned problems, and by flowing only two types of materials, sand and crushed stone of a predetermined grain size, it stabilizes the grain size of the aggregate stored in the silo, and In addition to eliminating the need to wait for sand to be weighed, it also reduces equipment wear and noise.
Another object of the present invention is to provide a method for manipulating aggregate in an asphalt plant that allows efficient drying and heating.

以下この発明を図面に基づいて説明する。 The present invention will be explained below based on the drawings.

図面はこの発明を適用したアスフアルトプラン
トの一実施例を示すものである。このアスフアル
トプラントは、砂A1や粒度の異なる砕石A2
A3,………(例えば4号、5号、6号砕石)等
の冷骨材Aがそれぞれ粒度別に貯蔵された複数の
骨材ホツパH1,H2,H3………と、これら骨材ホ
ツパH1………から取り出した冷骨材Aを乾燥加
熱するドライヤ1と、このドライヤ1で乾燥加熱
した骨材を粒度別に篩分けるスクリーン2と、篩
分けた骨材を粒度別に貯蔵するサイロ3と、この
サイロ3から取り出した骨材Aを計量する計量ホ
ツパ4と、計量ホツパ4で計量された骨材をアス
フアルトBとともに撹拌混合してアスフアルト合
材を生成するミキサ5とを主体として構成されて
いる。
The drawing shows an embodiment of an asphalt plant to which the present invention is applied. This asphalt plant uses sand A1 , crushed stone A2 of different particle sizes,
A 3 , ... (for example, No. 4, No. 5, No. 6 crushed stone) and other cold aggregates A are stored in a plurality of aggregate hoppers H 1 , H 2 , H 3 , etc. according to particle size, and these A dryer 1 that dries and heats the cold aggregate A taken out from the aggregate hopper H 1 , a screen 2 that sieves the aggregate dried and heated by this dryer 1 according to particle size, and stores the sieved aggregate according to particle size. The main components are a silo 3, a weighing hopper 4 that weighs the aggregate A taken out from the silo 3, and a mixer 5 that stirs and mixes the aggregate weighed in the weighing hopper 4 with asphalt B to produce an asphalt mixture. It is configured as.

上記骨材ホツパH1………のそれぞれの底部に
は冷骨材の排出口7が設けられるとともに、これ
ら排出口7の下方には骨材ホツパH1………から
取り出された粒度別の冷骨材Aをそれぞれシユー
トKに搬入するコンベア8aが設けられる一方、
上記シユートKにはドライヤ1の一端1aに冷骨
材Aを搬入するためのコンベア8b,8cが付設
されている。
A cold aggregate discharge port 7 is provided at the bottom of each of the aggregate hoppers H 1 . While a conveyor 8a is provided for conveying the cold aggregate A to the chute K,
The chute K is provided with conveyors 8b and 8c for conveying the cold aggregate A to one end 1a of the dryer 1.

上記ドライヤ1はドライヤ1の一端1aが他端
1bより高まるように傾斜させて設けられた筒状
の回転乾燥機で、上記一端1aの上部はドライヤ
1内で発生する排ガスの一次集塵器となる重力沈
降集塵型のドライヤダクト9を介して図示略のバ
ツクフイルタ等の二次集塵装置にダクトDによつ
て連絡されている。そしてドライヤ1の他端1b
にはバーナ10が、また、バーナ10の下方には
ドライヤ1内で乾燥加熱された骨材を排出する排
出シユート11がそれぞれ取り付けられている。
そして、上記排出シユート11の出口11aは骨
材を上記スクリーン2に投入する第1エレベータ
12の投入口12aに臨ませられている。
The dryer 1 is a cylindrical rotary dryer that is inclined so that one end 1a of the dryer 1 is higher than the other end 1b. A duct D is connected to a secondary dust collector such as a back filter (not shown) through a dryer duct 9 of a gravity sedimentation dust collection type. and the other end 1b of the dryer 1
A burner 10 is attached to the dryer 1, and a discharge chute 11 is attached below the burner 10 for discharging the aggregate dried and heated in the dryer 1.
The outlet 11a of the discharge chute 11 faces the input port 12a of the first elevator 12 through which the aggregate is input into the screen 2.

一方、上記スクリーン2は所定網目寸法の金網
等の第1振動スクリーン13を傾斜させて底部に
張つた第1篩室14と、上記第1振動スクリーン
13の網目より小さい網目を有して砂A1を通す
金網等の第2振動スクリーン15が底部に傾斜し
て張られた第2篩室16と、上記第1篩室14の
一端に連絡して取り付けられ上記第1振動スクリ
ーン13を通過しない大粒径の骨材をスクリーン
2の外部に排出するオーバーサイズシユート17
と、上記第2篩室16の一端に上部が開口した砕
石貯蔵用の砕石ビン18と、上記第2振動スクリ
ーン15によつて上端開口部がおおわれた砂貯蔵
用の砂ビン19と、上記砕石ビン18と砂ビン1
9のそれぞれの底部に形成された排出口18a,
19aをそれぞれ開閉するカツトゲート18b,
19bと、上記排出口18a,19aの下方に設
けられた骨材シユート20とから構成されてい
る。そして上記第1、第2振動スクリーン13,
15によつて、所定粒度の砕石は砕石ビン18
に、また、砂A1は砂ビン19、それぞれ篩分け
られるようになつている。
On the other hand, the screen 2 has a first sieve chamber 14 in which a first vibrating screen 13 such as a wire mesh having a predetermined mesh size is stretched on the bottom, and a mesh smaller than that of the first vibrating screen 13. A second vibrating screen 15 such as a wire mesh that allows the sieves 1 to pass through is installed in communication with a second sieve chamber 16 slanted at the bottom and one end of the first sieve chamber 14 so that the vibrating screen 15 does not pass through the first vibrating screen 13. Oversized chute 17 that discharges large particle size aggregates to the outside of screen 2
, a crushed stone bin 18 for storing crushed stone whose upper end is open at one end of the second sieve chamber 16, a sand bin 19 for storing sand whose upper end opening is covered by the second vibrating screen 15, and the crushed stone bottle 18 and sand bottle 1
9, an outlet 18a formed at the bottom of each of the
cut gates 18b for opening and closing 19a, respectively;
19b, and an aggregate chute 20 provided below the discharge ports 18a, 19a. and the first and second vibrating screens 13,
15, crushed stone of a predetermined particle size is stored in a crushed stone bin 18.
Furthermore, the sand A1 is sieved into sand bins 19, respectively.

また、上記骨材シユート20の下端は、骨材を
上記サイロ3に投入する第2エレベータ21の投
入口21aに臨ませられている。
Further, the lower end of the aggregate chute 20 faces the input port 21a of the second elevator 21 through which aggregate is input into the silo 3.

上記サイロ3の内部には複数の貯蔵室C1
C2,C3,C4が設けられ、この貯蔵室C1〜C4のそ
れぞれの下部には、漏斗状の排出部22が設けら
れている。さらにサイロ3内の上部には回転シユ
ート23の回転自在に取り付けられており、この
回転シユート23の上端の開口部は上記第2エレ
ベータ21から搬入された砂A1や砕石A2等をサ
イロ3の上部の中央部に搬送するサイロコンベア
24の一端下方の位置し、回転シユート23の下
端は上記貯蔵室C1〜C4の天井壁の開口部C0の任
意の一つと対向するようになされている。そし
て、上記回転シユート23は第2エレベータ21
によつて搬送される骨材の粒度に対応して回転さ
れ、骨材を粒度別に所定の貯蔵室C1〜C4に投入
できるようになつている。
Inside the silo 3, there are a plurality of storage rooms C 1 ,
C 2 , C 3 , and C 4 are provided, and a funnel-shaped discharge portion 22 is provided at the bottom of each of the storage chambers C 1 to C 4 . Further, a rotary chute 23 is rotatably attached to the upper part of the silo 3, and the opening at the upper end of this rotary chute 23 is used to transport sand A1 , crushed stone A2, etc. carried in from the second elevator 21 to the silo 3. The lower end of the rotary chute 23 is positioned below one end of the silo conveyor 24 that conveys the material to the center of the upper part of the storage chambers C1 to C4 , and the lower end of the rotary chute 23 is arranged to face any one of the openings C0 in the ceiling walls of the storage chambers C1 to C4. ing. The rotary chute 23 is connected to the second elevator 21.
It is rotated in accordance with the particle size of the aggregate being conveyed by the , so that the aggregate can be put into predetermined storage chambers C 1 to C 4 according to particle size.

しかして25は上記ミキサ5で生成されたアス
フアルト合材を輸送手段6に搬送するスキツプ装
置、26は砂ビン19内の砂量を検知するビンレ
ベラー、27はアスフアルトスプレー、28はア
スフアルトタンク、29はホツトオイルヒータ、
30はサイロ3の保温材である。
25 is a skip device for conveying the asphalt mixture produced by the mixer 5 to the transportation means 6; 26 is a bin leveler for detecting the amount of sand in the sand bin 19; 27 is an asphalt spray; 28 is an asphalt tank; hot oil heater,
30 is a heat insulating material for the silo 3.

次に以上のように構成されたアスフアルトプラ
ントにおける冷骨材の操作方法について説明す
る。
Next, a method of operating cold aggregate in the asphalt plant configured as above will be explained.

まず骨材ホツパH1から砂A1を、また、骨材ホ
ツパH2から所定粒度の砕石A2をそれぞれ取り出
してコンベア8a,8b,8cにてドライヤ1に
一緒に搬送して乾燥加熱する。この際ドライヤ1
内を移動する砕石A2等の冷骨材Aの移動速度
は、その砕石A2と一緒に砂A2がドライヤ1内に
送り込まれているため、砕石A2のみがドライヤ
1内を移動するよりも遅くなり、砂A1と砕石A2
とはドライヤ1内で効率よく十分に乾燥加熱され
る。また、ドライヤ1内を流れるのが砂A1と砕
石A2であるため、砕石A2のみをドライヤ1内で
移動させるよりもドライヤ1の摩耗が少ない上に
騒音も少ない。
First, sand A 1 is taken out from the aggregate hopper H 1 and crushed stone A 2 of a predetermined particle size is taken out from the aggregate hopper H 2 and conveyed together to the dryer 1 by conveyors 8a, 8b, and 8c, where they are dried and heated. At this time, dryer 1
The moving speed of cold aggregate A such as crushed stone A 2 is such that only crushed stone A 2 moves inside the dryer 1 because sand A 2 is sent into the dryer 1 together with the crushed stone A 2 . slower than sand A 1 and crushed stone A 2
is efficiently and sufficiently dried and heated in the dryer 1. Furthermore, since sand A 1 and crushed stone A 2 flow through the dryer 1, there is less wear on the dryer 1 and less noise than when only the crushed stones A 2 are moved within the dryer 1.

次に上記のように乾燥加熱された砂A1と砕石
A2等の骨材は第1エレベータ12によつてスク
リーン2に搬入される。すると、第1振動スクリ
ーン13は骨材の中の所定粒度より大きな砕石を
オーバーサイズシユート17に導く。続いて第2
振動スクリーン15は所定粒度の砕石を篩分けて
砕石ビン18に導き、砂A1は第2振動スクリー
ン15を通過して砂ビン19に流入する。この際
スクリーン2に搬入される骨材が砂A1と砕石A2
の2種類であり、この骨材を第1、第2振動スク
リーン13,15にて2段に篩分けするため、第
1、第2振動スクリーン13,15の面積を小さ
くしてスクリーン2を小型化できる。また、スク
リーン2にて篩分ける骨材が砂A1と砕石A2の2
種類であるため、多種類の砕石や砂から成る骨材
を篩分けるのに比べて篩分けの精度がよく、砕石
ビン18や砂ビン19に流入する砕石A2や砂A1
の粒度も安定する。
Then dry heated sand A1 and crushed stone as above
Aggregates such as A 2 are carried into the screen 2 by the first elevator 12 . Then, the first vibrating screen 13 guides crushed stone larger than a predetermined particle size in the aggregate to an oversize chute 17. Then the second
The vibrating screen 15 sieves crushed stones of a predetermined particle size and guides them into the crushed stone bin 18 , and the sand A 1 passes through the second vibrating screen 15 and flows into the sand bin 19 . At this time, the aggregates carried into screen 2 are sand A 1 and crushed stone A 2
Since this aggregate is sieved into two stages by the first and second vibrating screens 13 and 15, the area of the first and second vibrating screens 13 and 15 is reduced to make the screen 2 smaller. can be converted into In addition, the aggregate to be sieved by screen 2 is sand A 1 and crushed stone A 2 .
Because of the different types of crushed stone and sand, the sieving accuracy is better compared to sieving aggregates made of many types of crushed stone and sand, and the crushed stone A 2 and sand A 1 flowing into the crushed stone bin 18 and sand bin 19 are
The particle size is also stabilized.

一方、砕石ビン18や砂ビン19に貯まつた砕
石A2や砂A1をサイロ3に移すには、回転シユー
ト23を回転させて回転シユート23の下端を貯
蔵室C1〜C4のいずれかの開口部C0に位置させ
る。そして砕石ビン18の排出口18aか、ある
いは砂ビン19の排出口19aのどちらか一方を
あけて砕石A2かあるいは砂A1のどちらか一方を
第2エレベータ21にてサイロ3に搬入して貯蔵
室C1〜C4のいずれかに流入する。そしてこの流
入が終了した後に上記回転シユート23を再び回
転させて上記とは別の開口部C0に回転シユート
23の下端を位置させ、上記で流入させなかつた
砂A1かあるいは砕石A2のどちらか一方を上記で
使用しなかつた貯蔵室C1〜C4のいずれかに流入
させる。ただしこの場合、アスフアルトプラント
で最も多量に使用する砂A1は貯蔵室C1〜C4の中
で最も容量の大きな貯蔵室(この実施例では
C1)に貯蔵する。
On the other hand, in order to transfer crushed stone A 2 and sand A 1 stored in the crushed stone bin 18 and sand bin 19 to the silo 3, the rotary chute 23 is rotated and the lower end of the rotary chute 23 is moved to any of the storage chambers C 1 to C 4 . Position it at opening C0 . Then, either the outlet 18a of the crushed stone bin 18 or the outlet 19a of the sand bin 19 is opened, and either crushed stone A2 or sand A1 is carried into the silo 3 by the second elevator 21. It flows into any of the storage chambers C 1 to C 4 . After this inflow is completed, the rotary chute 23 is rotated again to position the lower end of the rotary chute 23 in an opening C0 different from the above, and the sand A1 or the crushed stone A2 that was not inflowed in the above is removed. One of them is made to flow into any of the storage chambers C 1 to C 4 that were not used above. However, in this case, sand A 1 , which is used in the largest amount in the asphalt plant, is stored in the storage room with the largest capacity among storage rooms C 1 to C 4 (in this example
C1 ).

そして上記砕石A2とは別の粒度の砕石A3をサ
イロ3に貯蔵するには、骨材ホツパH1から砂
を、また、骨材ホツパH3から砕石A3をそれぞれ
取り出して上記を同様にドライヤ1にて加熱・乾
燥し、前記の砕石A2の排出が終了した砕石ビン
18に砕石A3を、また、砂ビン19に砂A1をそ
れぞれ篩分ける。
To store crushed stone A 3 with a different particle size from the crushed stone A 2 in the silo 3, take out the sand from the aggregate hopper H 1 and the crushed stone A 3 from the aggregate hopper H 3 and repeat the same process as above. The crushed stone A 3 is then heated and dried in the dryer 1 and the crushed stone A 3 is sieved into the crushed stone bin 18 from which the crushed stone A 2 has been discharged, and the sand A 1 is sieved into the sand bin 19 .

そして前記と同様に砕石A3と砂A1とを別々に
サイロ3の貯蔵室C1〜C4に流入させて貯蔵す
る。この際砂A1は上記と同じ最大容積の貯蔵室
に、砕石A3は上記砕石A2を貯蔵した貯蔵室とは
別の貯蔵室に貯蔵する。
Then, similarly to the above, crushed stone A 3 and sand A 1 are separately introduced into the storage chambers C 1 to C 4 of the silo 3 and stored. At this time, sand A 1 is stored in a storage room with the same maximum volume as above, and crushed stone A 3 is stored in a storage room different from the storage room in which the crushed stone A 2 is stored.

以上のようにして、粒度の異なる種々の砕石
A2,A3………のうちのどれか1種と砂A1とを一
緒にドライヤ1にて乾燥加熱して、篩分け、別々
にサイロ3に貯蔵する。このことによつて、サイ
ロ3には砂A1が常に多量に貯蔵されるため、サ
イロ3内の砂量が不足することがない。したがつ
て従来のいわゆる単粒流しの場合に生じた砂の計
量待ちが生じることがない。
As described above, various crushed stones with different particle sizes are
One of A 2 , A 3 ...... and sand A 1 are dried and heated together in a dryer 1, sieved, and stored separately in a silo 3. As a result, a large amount of sand A1 is always stored in the silo 3, so that the amount of sand in the silo 3 never runs out. Therefore, there is no need to wait for the weighing of sand, which occurs in the case of conventional so-called single-grain sinking.

なお、本発明は図以外のアスフアルトプラント
でも実施可能であり、アスフアルトプラント全体
の構成及びドライヤ1やスクリーン2、サイロ3
などのプラント構成機器の具体構造は任意であ
る。
Note that the present invention can be implemented in asphalt plants other than those shown in the figure, and the overall structure of the asphalt plant, dryer 1, screen 2, silo 3, etc.
The specific structure of the plant components is arbitrary.

以上説明したようにこの発明は、冷骨材を粒度
別に複数の骨材ホツパに貯蔵し、上記一つの骨材
ホツパから砂を、また他の骨材ホツパから1種類
の砕石をそれぞれ取り出してドライヤで一緒に乾
燥加熱し、ドライヤで乾燥加熱された上記砂と砕
石をスクリーンに運んで砂と砕石に篩分け、それ
ぞれ別々にサイロの貯蔵室に貯蔵するものである
から、従来のいわゆる単粒流しの場合に比べて冷
骨材を搬送する機器やドライヤの摩耗が少ない上
に騒音も少ない。また、上記の方法を行なうこと
によつて、ドライヤ内での冷骨材の移動が安定す
るため、冷骨材を十分に乾燥加熱することができ
る。さらにまた、従来のように粒径が余り違わな
い多種類の冷骨材をドライヤで一緒に乾燥する
と、その送り量や混合割合等の変化が、そのまま
スクリーンの篩分け精度に悪影響を及ぼして、そ
の粒度分布が、骨材ホツパの貯蔵時における粒度
分布に対して大きく崩れることになるが、この発
明においては、砂の他の1種類の砕石を一緒にド
ライヤで乾燥加熱する関係から、それらの粒径に
差がでることが多く、送り量や混合割合等が変化
しても、それらに関係なく、精度よく元の状態に
篩分けることができるので、粒度分布を崩すこと
がない。その上上記の方法によつてサイロに砂を
常に多量に貯蔵しておくことができるため、従来
の単粒流しで発生していた砂の計量待ちが生じる
ことがない。
As explained above, in the present invention, cold aggregate is stored in a plurality of aggregate hoppers according to particle size, and sand is taken out from one aggregate hopper and one type of crushed stone is taken out from another aggregate hopper. The sand and crushed stone, which have been dried and heated in a dryer, are transported to a screen where they are separated into sand and crushed stone, and each is stored separately in a silo storage room. Compared to the previous case, there is less wear and tear on the equipment that transports cold aggregate and the dryer, and there is also less noise. Further, by carrying out the above method, the movement of the cold aggregate within the dryer is stabilized, so that the cold aggregate can be sufficiently dried and heated. Furthermore, when many types of cold aggregates with similar particle sizes are dried together in a dryer as in the past, changes in feed rate, mixing ratio, etc. directly affect the sieving accuracy of the screen. The particle size distribution will be significantly different from the particle size distribution when the aggregate hopper is stored, but in this invention, since crushed stone, which is one type of sand, is dried and heated together with the dryer, their Differences in particle size often occur, and even if the feed rate, mixing ratio, etc. change, the sieve can be accurately sieved to its original state regardless of these changes, so the particle size distribution will not be disrupted. Furthermore, by using the above method, a large amount of sand can always be stored in the silo, so there is no need to wait for the weighing of sand, which occurs in conventional single-grain sinks.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明を適用したアスフアルトプラ
ントの一実施例を示す略図、第3図は同実施例の
サイロのA−A線に沿う断面図である。 A……冷骨材、A1……砂、A2,A3……砕石、
H1,H2,H3……骨材ホツパ、1……ドライヤ、
2……スクリーン、3……サイロ。
FIG. 1 is a schematic diagram showing an embodiment of an asphalt plant to which the present invention is applied, and FIG. 3 is a sectional view of a silo of the same embodiment along line A-A. A...cold aggregate, A1 ...sand, A2 , A3 ...crushed stone,
H 1 , H 2 , H 3 ... aggregate hopper, 1 ... dryer,
2...screen, 3...silo.

Claims (1)

【特許請求の範囲】[Claims] 1 冷骨材を粒度別に複数の骨材ホツパに貯蔵
し、上記一つの骨材ホツパから砂を、また他の骨
材ホツパから1種類の砕石をそれぞれ取り出して
ドライヤで一緒に乾燥加熱し、ドライヤで乾燥加
熱された上記砂と砕石をスクリーンに運んで砂と
砕石に篩分け、それぞれ別々にサイロの貯蔵室に
貯蔵することを特徴とするアスフアルトプラント
における骨材の操作方法。
1 Store cold aggregate in multiple aggregate hoppers according to particle size, take out sand from one aggregate hopper and one type of crushed stone from another aggregate hopper, dry and heat them together in a dryer, and then dry and heat them together in a dryer. A method for operating aggregates in an asphalt plant, characterized in that the sand and crushed stone that have been dried and heated are transported to a screen to be separated into sand and crushed stone, and each is stored separately in a storage room of a silo.
JP2395782A 1982-02-17 1982-02-17 Manipulation of aggregate material in asphalt plant Granted JPS58143002A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2395782A JPS58143002A (en) 1982-02-17 1982-02-17 Manipulation of aggregate material in asphalt plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2395782A JPS58143002A (en) 1982-02-17 1982-02-17 Manipulation of aggregate material in asphalt plant

Publications (2)

Publication Number Publication Date
JPS58143002A JPS58143002A (en) 1983-08-25
JPS6147922B2 true JPS6147922B2 (en) 1986-10-22

Family

ID=12125023

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2395782A Granted JPS58143002A (en) 1982-02-17 1982-02-17 Manipulation of aggregate material in asphalt plant

Country Status (1)

Country Link
JP (1) JPS58143002A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6365705U (en) * 1986-10-18 1988-04-30
JPH0523602Y2 (en) * 1987-08-05 1993-06-16

Also Published As

Publication number Publication date
JPS58143002A (en) 1983-08-25

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